Combined Signed Dwgs.pdf

S

TAT E O F N E VA

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No. 7867

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MEDICAL CENTER ASSOC. DIRECTOR

CHIEF OF STAFF

ASSOC. DIRECTOR OF PATIENT CARE

CHIEF FES

PROJECT SECTION SUPV.

PROJECT MANAGER

GENERAL UTILITIES FOREMAN

PATIENT CARE FOREMAN

MEDICAL CENTER DIRECTOR GENERAL PROPERTIES FOREMAN

FIRE CHIEF

SUPERVISOR BIO-MED SERVICE

CHIEF LOGISTICS

PATIENTSAFETY MANAGER

SAFETY OFFICE

CIO OFFICER

INFECTION PREVENTION

CONTRACTING OFFICER

VA APPROVAL

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

PROJECT SITE MAP PROJECT LOCATION MAP

PROJECT IMAGE

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P

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G-001

COVER

1 7TJM EGS/JJG

CHILLED WATER AND HVAC

UPGRADE

VA MEDICAL CENTER - BUILDING 14

500 FOOTHILL DRIVE

SALT LAKE CITY, UT 84148 05/10/2019

100% CONSTRUCTION DOCUMENTS

660-15-10818-247

CHILLED WATER AND HVAC UPGRADE

VA MEDICAL CENTER - BUILDING 14

500 FOOTHILL DRIVE

SALT LAKE CITY, UT 84148

VA PROJECT #: 660-15-108 APOGEE PROJECT #: 18-247

SALT LAKE CITY

MEDICAL CENTER

SALT LAKE CITY

MEDICAL CENTER

DRAWING LIST

No. Description Dwg of Dwg

GENERAL

G-001 COVER 1 7

G-002 GENERAL INFORMATION 2 7

G-003 INTERIM LIFE SAFETY MEASURES ASSESMENT FOR SCHEDULES CONSTRUCTION ACTIVITIES 3 7

G-004 CONSTRUCTION SAFETY RISK ASSESMENT CHECKLIST 4 7

G-005 CONSTRUCTION SAFETY RISK ASSESMENT CHECKLIST 5 7

GL100 BASEMENT LIFE SAFETY PLAN 6 7

GL104 THIRD FLOOR LIFE SAFETY PLAN 7 7

ARCHITECTURAL

AG001 ARCHITECTURAL SYMBOLS, ABBREVIATIONS AND NOTES 1 10

AE100 BASEMENT PLAN 2 10

AE104 THIRD FLOOR PLAN 3 10

AE105 ROOF PLAN 4 10

AE110 BASEMENT REFLECTED CEILING PLAN 5 10

AE114 THIRD FLOOR REFLECTED CEILING PLAN 6 10

AE201 EXTERIOR ELEVATIONS 7 10

AE301 BUILDING SECTIONS 8 10

AE501 PLAN DETAILS 9 10

AE502 SHAFT SECTION/DETAILS 10 10

MECHANICAL

M-001 MECHANICAL GENERAL INFORMATION 1 9

MD100 BASEMENT MECHANICAL DEMOLITION PLAN 2 9

MP100 BASEMENT MECHANICAL PIPING PLAN 3 9

MP101 THIRD FLOOR MECHANICAL PIPING PLAN 4 9

MP102 ROOF MECHANICAL PIPING PLAN 5 9

M-501 MECHANICAL DETAILS 6 9

M-502 MECHANICAL SCHEMATICS 7 9

M-503 MECHANICAL CONTROLS 8 9

M-601 MECHANICAL SCHEDULES 9 9

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, LEGEND, AND ABBREVIATIONS 1 5

ED101 BASEMENT MECHANICAL EQUIPMENT DEMOLITION PLAN 2 5

EM101 BASEMENT MECHANICAL CONNECTIONS PLAN 3 5

EM102 ROOF MECHANICAL POWER PLAN 4 5

E-601 PANEL SCHEDULES AND EQUIPMENT CONDUCTOR SCHEDULE 5 5

DocuSign Envelope ID: 900DD08B-0058-4415-A7C6-D046B2C2935E

5/9/2019

D A

T H

E O

D

ORE JOHN MOW

EN

JRR

EGISTERED

No. 7867

A R C H I T E C

T

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LA

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P E

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C H I T E C T U R

A L

C O

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O T

I O

N

N O

R T H C A R O L

I N A

A R

WALL SECTION

SYMBOL

INTERIOR ELEVATION

SYMBOL

COLUMN GRID

ELEVATION SYMBOL

REVISION NOTE

ENLARGED DETAIL CALLOUT

ROOM DESIGNATION

SYMBOL

BREAK LINE

ROOF SLOPE

DIRECTION SYMBOL

TYPICAL GRAPHIC SCALE

DETAIL #

PAGE #

DETAIL #

PAGE #

TRUE NORTH ARROW

PROJECT NORTH ARROW

A8.1

EXTERIOR ELEVATION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

A8.1

BUILDING SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

DETAIL SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

WALL GRID

(REPRESENTS

FACE OF EXISTING

WALL)

XX.X

XX.X

ELEVATION

0'-0"

ROOM

NAME

101A

NORTH

PLAN

NORTH

TRUE

0 4 8 16

THE FOLLOWING SYSTEMS ARE A DESIGN/BUILD RESPONSIBILITY OF THE CONTRACTOR

OR PRODUCT MANUFACTURER AND WILL REQUIRE THE DEFERRED SUBMITTAL OF

DESIGN WORK TO SALT LAKE CITY FOR PLAN REVIEW AND PERMITTING:

1. FIRE SPRINKLER SYSTEMS

2. FIRE ALARM SYSTEMS

CLOCK

NURSE

CALL

DOME

LIGHT

CLOCK OUTLET

CLOCK & NURSE CALL DEVICES

4'-0" MAX TO

HIGHEST OPERABLE

POINT - IF FIRE

EXTINGUISHER

OVER 40 LBS

3'-6" MAX HT.

FIRE EXTINGUISHER

CABINET

ELECTRICAL CABINET

DUPLEX

OUTLET

SWITCH

THERMOSTAT

TELEPHONE

OR DATA

OUTLET

FIRE ALARM

PULL

INTERCOM

STATION

DUPLEX

OUTLET

COMPUTER

TERMINAL

FIRE ALARM

CHIME WITH

VISUAL

ALARM LIGHT

FIRE ALARM

PULL STATION

FIRE ALARM

ANNUNCIATOR

FIRE ALARM

WALL PROTECTION

BUMPERGUARD

HANDRAIL

OR DOOR FRAME

3" TO CORNERGUARD

CORNERGUARD

MISC. WALL DEVICES

GENERAL SYMBOL LEGEND

DEFERRED SUBMITTALS

BID ALTERNATES

STANDARD MOUNTING HEIGHTS

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

RYAN UNG

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P

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G-002

GENERAL INFORMATION

2 7TJM JJG/EGS

CHILLED WATER AND HVAC

UPGRADE

VA MEDICAL CENTER - BUILDING 14

500 FOOTHILL DRIVE

SALT LAKE CITY, UT 84148 05/10/2019

100% CONSTRUCTION DOCUMENTS

660-15-10818-247

D A

T H

E O

D

ORE JOHN MOW

EN

JRR

EG

ISTERED

No. 7867

A R C H I T E C

T

A

LA

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E GI H,NC

S

G O 52644

P E

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R T H C A R O L

I N A

A R

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

RYAN UNG

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P

M

G-003

INTERIM LIFE SAFETY MEASURES

ASSESMENT FOR SCHEDULES

CONSTRUCTION ACTIVITIES

3 7TJM EGS/JJG

CHILLED WATER AND HVAC

UPGRADE

VA MEDICAL CENTER - BUILDING 14

500 FOOTHILL DRIVE

SALT LAKE CITY, UT 84148 05/10/2019

100% CONSTRUCTION DOCUMENTS

660-15-10818-247

D A

T H

E O

D

ORE JOHN MOW

EN

JRR

EGISTERED

No. 7867

A R C H I T E C

T

A

LA

R

E GI H,NC

S

G O 52644

P E

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A L

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N

N O

R T H C A R O L

I N A

A R

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

RYAN UNG

/9

/2

:4 :1

P

M

G-004

CONSTRUCTION SAFETY RISK

ASSESMENT CHECKLIST

4 7TJM JJG

CHILLED WATER AND HVAC

UPGRADE

VA MEDICAL CENTER - BUILDING 14

500 FOOTHILL DRIVE

SALT LAKE CITY, UT 84148 05/10/2019

100% CONSTRUCTION DOCUMENTS

660-15-10818-247

D A

T H

E O

D

ORE JOHN MOW

EN

JRR

EGISTERED

No. 7867

A R C H I T E C

T

A

LA

R

E GI H,NC

S

G O 52644

P E

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I N A

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Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

RYAN UNG

/9

/2

:4 :1

P

M

G-005

CONSTRUCTION SAFETY RISK

ASSESMENT CHECKLIST

5 7TJM JJG

CHILLED WATER AND HVAC

UPGRADE

VA MEDICAL CENTER - BUILDING 14

500 FOOTHILL DRIVE

SALT LAKE CITY, UT 84148 05/10/2019

100% CONSTRUCTION DOCUMENTS

660-15-10818-247

D A

T H

E O

D

ORE JOHN MOW

EN

JRR

EGISTERED

No. 7867

A R C H I T E C

T

A

LA

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E GI H,NC

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G O 52644

P E

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A L

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N

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R T H C A R O L

I N A

A R

LEVELER

LEVELER

DOCK

MORGUE

DOCK

UTILITY

TUNNEL

BELOW

ELEVATOR

# P-5 P-5

ELEVATOR

ELEVATOR

# P-1 # P-2

ELEVATOR PIT

ELECTRICAL

BC08B

ELECTRICAL (EMERGENCY GEN)

BC08A

ELECTRICAL

BC08

CORRIDOR (TO LOADING DOCK)

BCOOC

STORAGE (138E)

BC09

CHUTE (TRASH)

BC02

MECHANICAL

BC03

CORRIDOR (TO LOADING DOCK)

BC00B

S T

O R

A G

E

P H

A R

M A

C Y

R E

C E

IV

IN

G

B C

TEL/DATA

BC07

TOILET (UNISEX)

BC10

EXTRASTITIAL (MECH/ELECT)

BC11

MECHANICAL ROOM

BB15

MECHANICAL (WATER TREATMENT)

BB14

CLOTHING ROOM

BB12D

ELECTRICAL

BD03A

ENTRY (UTILITIES)

BD03

TEL/DATA

BD03C

TEL/DATA

BD03B

CHUTE (LINEN)

BC04

EXTRASTITIAL (MECH/ELECT)

BC01

MECHANICAL ROOM

BB05

OFFICE (90)

BB03C

EXTRASTITIAL (MECH/ELECT)

BB06

TOILET (WOMEN)

BB07

TOILET (MEN)

BB09

HAC

BB08

OFFICE (04)

BB11A

OFFICE (04)

BB10

CORRIDOR

BB00

OFFICE (PATIENT RECORDS)

BB11B

OFFICE (04)

BB11

MECH. RM.

BB02

MECHANICAL

BD02

MECHANICAL

BB01

VESTIBULE

BD00

OFFICE

BD01B

STORAGE

BD01BB

LIBRARY CENTER

BD01A

MECHANICAL ROOM

BA08

EXTRASTITIAL (MECH/ELECT)

BA09

ELECTRICAL

BA06

TEL/DATA

BA05

PREP (CHEMICAL)

BA07AA

DEMONSTRATIONS (MORGUE)

BA07

MORGUE

BA04D

S T

O R

A G

E

S P

E C

IM

E

N S

B A

A

OFFICE ( )

BA04E OFFICE ( )

BA04F

ENTRY (MORGUE)

BA04

COLD ROOM

BA04DA

HAC

BA04B

TOILET (MEN)

BA04C

OFFICES (136)

BA03

OFFICE (136)

BA03B

OFFICE (136)

BA03A

SHOP (LOCKS & KEYS)

BA02

EXTRASTITIAL (MECH/ELECT)

BA01

OFFICE (90)

BB03D

OFFICE (CAK)

BA11

SHOP

BB13

"H" ELEVATOR LEVEL

BAE1

STAIR LEVEL

BBA

"G" ELEVATOR LEVEL

BCE1

STAIR LEVEL

BCA

STAIR LEVEL

BBB

"C" ELEVATOR LEVEL

BBE2

"D" ELEVATOR LEVEL

BBE1

"F" ELEVATOR LEVEL (FUTURE)

BBE4

"E" ELEVATOR LEVEL (FUTURE)

BBE3

STAIR LEVEL

BAA

TOILET (WOMEN)

BA04A

M A

IL

R

O O

M

B B

STORAGE (PATIENT EFFECTS)

BB12C

DUMBWAITER

BBE5

STORAGE (04 RECORDS)

BB04A

WAITING (CLOTHING ROOM)

BB12

DRESSING (CLOTHING ROOM)

BB12B

DRESSING (CLOTHING ROOM)

BB12A

LOBBY (ELEVATORS)

BC00F

C O

R R

ID

O

R

T O

E

LE

V A

T O

R S

/B .0

1)

B C

E

C O

R R

ID

O

R

B C

DOCK (LOADING/UNLOADING)

BCOOD

S T

O R

A G

E

B C

LOBBY (ELEVATOR)

BC00A

BREAKRM (136)

BA03.16

STORAGE (04 RECORDS)

BB04

.01

DOCK

NON-

FLAMMABLE

STORAGE

EMPTY

CYLINDER

STORAGE

PULMINARY

SVC.

STORAGE

GAS

FLAMMABLE

STORAGE

OFFICE

BB03A

SHOP

BA02A

OFFICE

BB04C

STORAGE (90)

BB03B

FE

FE

FE

FE

OCCUPANCY LEGEND

Calculating...

1514131211109876

54321

A

B

C

D

AREA OF WORK

2' T

R A V

EL

D

IS

TA

N C E

171' TRAVEL DISTANCE

EGRESS PATH

TOTAL SQUARE

FOOTAGE:

46,475 SF

HEALTHCARE - OUTPATIENT

- 240 SF / PERSON

- 194 OCCUPANTS FLOOR

EGRESS INFORMATION

REQUIRED # OF

EXITS

(per IBC 1015.1)

- 2 EXITS REQUIRED

- 4 EXITS PROVIDED (EXISTING)

- 2 MINIMUM ≤ 500 OCCUPANTS

OCCUPANCY:

- 38" CLEAR, 2 DOORS 36" EACH

- 2 STAIRS REQ., 2 STAIRS EXISTING

- STAIR WIDTH 44"

EGRESS

REQUIRED:

1.

2.

EGRESS WIDTH

(per IBC 1005.1) - EXIT DOORS =

36"/(0.20) = 180 PPL

# OF OCCUPANTS - 194

x 0.2 = 38.8" EGRESS WIDTH

EXIT STAIRS = 127 OCCUPANTS FLOOR

0.3 x 127 = 58.2"

EXISTING STAIRS WITH 36" DOORS AND

44" WIDE STAIRS

EXIT ACCESS

TRAVEL

(per IBC TABLE 1016.1)

300'-00" MAXIMUM DISTANCE

FULLY SPRINKLERED

COMMON PATH

OF TRAVEL

(per IBC Chapter 1014.3)

100'-00" MAXIMUM

TRAVEL

DISTANCE

INCREASE

(per NFPA 101-19.2.6.2.1)

150'-0" MAXIMUM DISTANCE, WHEN NOT

WHOLLY IN A SMOKE COMPARTMENT.

DEAD END

CORRIDOR

50'-0" FULLY SPRINKLERED

INCREASE TRAVEL DISTANCE 50FT IF

BUILDING IS SPRINKLED

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

RYAN UNG

/9

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:4 :1

P

M

GL100

BASEMENT LIFE SAFETY PLAN

6 7TJM EGS/JJG

CHILLED WATER AND HVAC

UPGRADE

VA MEDICAL CENTER - BUILDING 14

500 FOOTHILL DRIVE

SALT LAKE CITY, UT 84148 05/10/2019

100% CONSTRUCTION DOCUMENTS

660-15-10818-247

Scale: 3/32" = 1'-0"

BASEMENT FLOOR LIFE SAFETY PLAN

A. SEE SHEETS AG001 FOR SYMBOLS AND

ABBREVIATIONS.

B. REFER TO PLUMBING DRAWINGS FOR INFORMATION

CONCERNING PLUMBING FIXTURES AND PIPING

SYSTEM(S).

C. REFER TO MECHANICAL DRAWINGS FOR

INFORMATION CONCERNING HVAC SYSTEM(S).

D. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION

CONCERNING POWER, LIGHTING AND

COMMUNICATION SYSTEM(S).

E. REFER TO ELECTRICAL DRAWING FOR FIRE ALARM

NOTIFICATION AND EMERGENCY EGRESS LIGHTING

LOCATIONS.

F. REFER TO PARTITION TYPES FOR FURTHER FIRE

SEPARATION REQUIREMENTS.

G. CONTRACTOR TO PROVIDE ALL ADDITIONAL FRAMING

NECESSARY FOR ALL OPENINGS AND SUPPLEMENTAL

FRAMING ABOVE PARTITIONS.

H. ALL FIRE RATED ASSEMBLIES SHALL BE INSTALLED IN

STRICT ACCORDANCE WITH TESTED ASSEMBLIES

INDICATED.

I. EXTEND FIRE RATED PARTITIONS, BARRIERS, AND

OTHER SEPARATIONS TO BOTTOM OF ROOF/FLOOR

DECK ABOVE (OR AS DIRECTED BY UL ASSEMBLY)

AND TO EXTERIOR WALL. SEAL JOINT BETWEEN

EDGES OF PARTITION WITH FIRE RATED SEALANT

AND/OR INTUMESCENT ASSEMBLY.

J. ALL PENETRATIONS OF FIRE-RATED ASSEMBLIES

SHALL BE FIRE-SEALED IN ACCORDANCE WITH

APPROVED MANUFACTURER'S DETAIL FOR LOCATION,

TYPE OF CONSTRUCTION, PENETRATING ITEM AND

RATING REQUIRED.

K. ALL DUCTWORK, DIFFUSERS AND GRILLES

PENETRATING FIRE-RATED WALLS, CEILINGS AND

FLOORS SHALL HAVE THE APPROPRIATE TYPE OF

FIRE/SMOKE DAMPER IN ACCORDANCE WITH THE

TYPE OF CONSTRUCTION BEING PENETRATED AND

THE FIRE/SMOKE RATING REQUIRED.

L. ALL LIGHT FIXTURES AND ELECTRICAL DEVICES

PENETRATING FIRE-RATED ASSEMBLIES SHALL BE UL-

LISTED FOR INSTALLATION IN THE ASSEMBLY OR

SHALL BE INSTALLED SUCH THAT THE FIRE-RATING IS

NOT COMPROMISED.

M. SMOKE RESISTANT CONSTRUCTION SHALL MEET THE

REQUIREMENTS OF ALL APPLICABLE CODES. AREA

SHALL BE SEPARATED FROM THE REMAINDER OF THE

BUILDING BE CONSTRUCTION CAPABLE OF RESISTING

THE PASSAGE OF SMOKE. THE PARTITIONS SHALL

EXTEND FROM THE FLOOR TO THE UNDERSIDE OF

THE FLOOR OR ROOF ASSEMBLY ABOVE. DOORS

SHALL BE SELF OR AUTOMATIC CLOSING. DOORS

SHALL NOT HAVE AIR TRANSFER OPENINGS AND

SHALL NOT BE UNDERCUT IN EXCESS OF CLEARANCE

PERMITTED WITH ACCORDANCE TO NFPA 80.

N. STORAGE OF ANY FLAMMABLE OR COMBUSTIBLE

LIQUIDS IS UNDERSTOOD TO NOT BE WITHIN THE

BUILDING. STORAGE OF ANY MATERIAL IS TO BE IN

COMPLIANCE WITH ALL APPLICABLE CODES AND

AUTHORITIES HAVING JURISDICTION

O. EXISTING SMOKE COMPARTMENT INFORMATION WAS

TAKEN FROM 2011 CONSTRUCTION DOCUMENT

PACKAGE BY NEENAN ARCHITECTURE INSTRUCTION

FOR THE U.S. ARMY CORPS OF ENGINEERS.

0 84 16

NORTH

PLAN

LIFE SAFETY LEGEND

EGRESS INFORMATION

PROPOSED USE:

OWNED BY: PRIVATE

LOCAL GOVERNMENT

CITY/COUNTY

STATE

CODE ENFORCEMENT JURISDICTION: CITY

COUNTY

APPLICABLE CODES:

GENERAL CODE INFORMATION:

CONSTRUCTION TYPE:

PRIMARY OCCUPANCY:

SECONDARY OCCUPANCY:

PROJECT NAME:

PROJECT ADDRESS:

OWNER OR AGENT:

2018 INTERNATIONAL PLUMBING CODE

2019 NFPA 70 NATIONAL ELECTRIC CODE

2018 NFPA 99 HEALTHCARE FACILITY CODE

2018 NFPA 101 LIFE SAFETY CODE

2017 PG 18-13 BARRIER FREE DESIGN

2018 ADAAG GUIDELINES

1B

HEALTHCARE

N/A

2018 INTERNATIONAL BUIDLING CODE

2018 INTERNATIONAL ENERGY CONSERVATION CODE

2018 INTERNATIONAL MECHANICAL CODE

2018 INTERNATIONAL FIRE CODE

2017 NATIONAL ELECTRIC CODE

2018 NFPA LIFE SAFETY CODE

CHILLED WATER AND HVAC UPGRADE

VA MEDICAL CENTER - BUILDING 14

500 FOOTHILL DRIVE

SALT LAKE CITY, UT 84148

VETERANS ADMINISTRATION

2018 NFPA LIFE SAFETY CODE

CODE INFORMATION

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

D A

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D

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EN

JRR

EGISTERED

No. 7867

A R C H I T E C

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A L

C O

R P

O T

I O

N

N O

R T H C A R O L

I N A

A R

TV

TV

TV

TV

TV TV

TV

TV TV

TOTAL SQUARE

FOOTAGE:

46,475 SF

HEALTHCARE - OUTPATIENT

- 240 SF / PERSON

- 194 OCCUPANTS FLOOR

EGRESS INFORMATION

REQUIRED # OF

EXITS

(per IBC 1015.1)

- 2 EXITS REQUIRED

- 4 EXITS PROVIDED (EXISTING)

- 2 MINIMUM ≤ 500 OCCUPANTS

OCCUPANCY:

- 38" CLEAR, 2 DOORS 36" EACH

- 2 STAIRS REQ., 2 STAIRS EXISTING

- STAIR WIDTH 44"

EGRESS

REQUIRED:

1.

2.

EGRESS WIDTH

(per IBC 1005.1) - EXIT DOORS =

36"/(0.20) = 180 PPL

# OF OCCUPANTS - 194

x 0.2 = 38.8" EGRESS WIDTH

EXIT STAIRS = 127 OCCUPANTS FLOOR

0.3 x 127 = 58.2"

EXISTING STAIRS WITH 36" DOORS AND

44" WIDE STAIRS

EXIT ACCESS

TRAVEL

(per IBC TABLE 1016.1)

300'-00" MAXIMUM DISTANCE

FULLY SPRINKLERED

COMMON PATH

OF TRAVEL

(per IBC Chapter 1014.3)

100'-00" MAXIMUM

TRAVEL

DISTANCE

INCREASE

(per NFPA 101-19.2.6.2.1)

150'-0" MAXIMUM DISTANCE, WHEN NOT

WHOLLY IN A SMOKE COMPARTMENT.

DEAD END

CORRIDOR

50'-0" FULLY SPRINKLERED

INCREASE TRAVEL DISTANCE 50FT IF

BUILDING IS SPRINKLED

EGRESS PATH

151413121110987654321

A

B

C

D

H

F

AREA OF WORK

3C22

OFFICES

3C08

OFFICES

3C10

OFFICE

3C08A

OFFICE

3C12

OFFICE

3C06

HAC

3C04

CLASS RM

3C08B

OFFICE

3C08C

OFFICE

3C08D

OFFICE

3C08E

OFFICE

3C08F

OFFICE

3C08G

OFFICE

3C02

CLASS RM

3CO2A

CLASS RM

3B26

STAFF LOUNGE

3C00

CORRIDOR

3B27

EQUIPMENT RM

3B30

ANESTHESIA

WRK RM

3B00E

CORRIDOR

3B10

CORRIDOR

3B00

CORRIDOR

3B10D

PHARMACY

3B00BAA

MENS LOCKER

ROOM

3B00CAA

WOMENS

LOCKER ROOM

3B00D

CORRIDOR

3B80A

TOILET

3B22F

CRNA NURSES

OFFICE

3B22E

HEAD NURSE'S

OFFICE

3B00

CORRIDOR

3B06

FAMILY

CONFERENCE

OFFICE

3C14

OFFICE

3C22D

OFFICE

3C22D

OFFICES

3C22

COPIER

3C22A

OFFICE

(STAFF)

3C20

OFFICE

3C22B

ELECTRICAL

3B12

OFFICE

3C24

OFFICE

3C26

OFFICE

3C28

OFFICE

(NUTRITION)

3C30

LINEN

(SOILED)

3C18

TRASH

COLLECTION

3C16

TOILET (MEN)

3C32

TOILET

(WOMEN)

3C34

CORRIDOR

3B00G

TANKS

3B42

CORRIDOR

3B00F

UTILITY

(SOILED)

3B38

H.A.C.

3B40

UTILITY

(CLEAN)

3B36

CORRIDOR

3B00E

EQUIPMENT

RM

3B34

CLEAN CORE

3B09A

DUMB WAITER

(SOILED)

3BE6

CLEAN CORE

3B09

PUMP ROOM

3B07A

DUMB WAITER

(CLEAN)

3BE5

SPEC.

PURPOSE O.R.

#6

3B19

SPEC.

PURPOSE O.R.

#5 (UROLOGY)

3B17

SPEC.

PURPOSE O.R.

#4 (ORTHO)

3B15

CORRIDOR

3B00C

IMAGING

3B32

ANEST. BM.

WR.

3B24

LAB

3B10A

2' T

R A V

EL

D

IS

TA

N C E

T

R A

V E

L D

IS

T

A N

C E

83' T

RAVEL D

ISTANCE

149' TRAVEL DISTANCE

## KEY NOTES:

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

RYAN UNG

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THIRD FLOOR LIFE SAFETY PLAN

7 7TJM EGS/JJG

CHILLED WATER AND HVAC

UPGRADE

VA MEDICAL CENTER - BUILDING 14

500 FOOTHILL DRIVE

SALT LAKE CITY, UT 84148 05/10/2019

100% CONSTRUCTION DOCUMENTS

660-15-10818-247

A. SEE SHEETS AG001 FOR SYMBOLS AND

ABBREVIATIONS.

B. REFER TO PLUMBING DRAWINGS FOR INFORMATION

CONCERNING PLUMBING FIXTURES AND PIPING

SYSTEM(S).

C. REFER TO MECHANICAL DRAWINGS FOR

INFORMATION CONCERNING HVAC SYSTEM(S).

D. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION

CONCERNING POWER, LIGHTING AND

COMMUNICATION SYSTEM(S).

E. REFER TO ELECTRICAL DRAWING FOR FIRE ALARM

NOTIFICATION AND EMERGENCY EGRESS LIGHTING

LOCATIONS.

F. REFER TO PARTITION TYPES FOR FURTHER FIRE

SEPARATION REQUIREMENTS.

G. CONTRACTOR TO PROVIDE ALL ADDITIONAL FRAMING

NECESSARY FOR ALL OPENINGS AND SUPPLEMENTAL

FRAMING ABOVE PARTITIONS.

H. ALL FIRE RATED ASSEMBLIES SHALL BE INSTALLED IN

STRICT ACCORDANCE WITH TESTED ASSEMBLIES

INDICATED.

I. EXTEND FIRE RATED PARTITIONS, BARRIERS, AND

OTHER SEPARATIONS TO BOTTOM OF ROOF/FLOOR

DECK ABOVE (OR AS DIRECTED BY UL ASSEMBLY)

AND TO EXTERIOR WALL. SEAL JOINT BETWEEN

EDGES OF PARTITION WITH FIRE RATED SEALANT

AND/OR INTUMESCENT ASSEMBLY.

J. ALL PENETRATIONS OF FIRE-RATED ASSEMBLIES

SHALL BE FIRE-SEALED IN ACCORDANCE WITH

APPROVED MANUFACTURER'S DETAIL FOR LOCATION,

TYPE OF CONSTRUCTION, PENETRATING ITEM AND

RATING REQUIRED.

K. ALL DUCTWORK, DIFFUSERS AND GRILLES

PENETRATING FIRE-RATED WALLS, CEILINGS AND

FLOORS SHALL HAVE THE APPROPRIATE TYPE OF

FIRE/SMOKE DAMPER IN ACCORDANCE WITH THE

TYPE OF CONSTRUCTION BEING PENETRATED AND

THE FIRE/SMOKE RATING REQUIRED.

L. ALL LIGHT FIXTURES AND ELECTRICAL DEVICES

PENETRATING FIRE-RATED ASSEMBLIES SHALL BE UL-

LISTED FOR INSTALLATION IN THE ASSEMBLY OR

SHALL BE INSTALLED SUCH THAT THE FIRE-RATING IS

NOT COMPROMISED.

M. SMOKE RESISTANT CONSTRUCTION SHALL MEET THE

REQUIREMENTS OF ALL APPLICABLE CODES. AREA

SHALL BE SEPARATED FROM THE REMAINDER OF THE

BUILDING BE CONSTRUCTION CAPABLE OF RESISTING

THE PASSAGE OF SMOKE. THE PARTITIONS SHALL

EXTEND FROM THE FLOOR TO THE UNDERSIDE OF

THE FLOOR OR ROOF ASSEMBLY ABOVE. DOORS

SHALL BE SELF OR AUTOMATIC CLOSING. DOORS

SHALL NOT HAVE AIR TRANSFER OPENINGS AND

SHALL NOT BE UNDERCUT IN EXCESS OF CLEARANCE

PERMITTED WITH ACCORDANCE TO NFPA 80.

N. STORAGE OF ANY FLAMMABLE OR COMBUSTIBLE

LIQUIDS IS UNDERSTOOD TO NOT BE WITHIN THE

BUILDING. STORAGE OF ANY MATERIAL IS TO BE IN

COMPLIANCE WITH ALL APPLICABLE CODES AND

AUTHORITIES HAVING JURISDICTION

O. EXISTING SMOKE COMPARTMENT INFORMATION WAS

TAKEN FROM 2011 CONSTRUCTION DOCUMENT

PACKAGE BY NEENAN ARCHITECTURE INSTRUCTION

FOR THE U.S. ARMY CORPS OF ENGINEERS.

PROPOSED USE:

OWNED BY: PRIVATE

LOCAL GOVERNMENT

CITY/COUNTY

STATE

CODE ENFORCEMENT JURISDICTION: CITY

COUNTY

APPLICABLE CODES:

GENERAL CODE INFORMATION:

CONSTRUCTION TYPE:

PRIMARY OCCUPANCY:

SECONDARY OCCUPANCY:

PROJECT NAME:

PROJECT ADDRESS:

OWNER OR AGENT:

2018 INTERNATIONAL PLUMBING CODE

2019 NFPA 70 NATIONAL ELECTRIC CODE

2018 NFPA 99 HEALTHCARE FACILITY CODE

2018 NFPA 101 LIFE SAFETY CODE

2017 PG 18-13 BARRIER FREE DESIGN

2018 ADAAG GUIDELINES

1B

HEALTHCARE

N/A

2018 INTERNATIONAL BUIDLING CODE

2018 INTERNATIONAL ENERGY CONSERVATION CODE

2018 INTERNATIONAL MECHANICAL CODE

2018 INTERNATIONAL FIRE CODE

2017 NATIONAL ELECTRIC CODE

2018 NFPA LIFE SAFETY CODE

CHILLED WATER AND HVAC UPGRADE

VA MEDICAL CENTER - BUILDING 14

500 FOOTHILL DRIVE

SALT LAKE CITY, UT 84148

VETERANS ADMINISTRATION

2018 NFPA LIFE SAFETY CODE

CODE INFORMATION

0 84 16

NORTH

PLAN

EGRESS INFORMATION

LIFE SAFETY LEGEND

Scale: 3/32" = 1'-0"

THIRD FLOOR LIFE SAFETY PLAN

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

D A

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C H I T E C T U R

A L

C O

R P

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I O

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N O

R T H C A R O L

I N A

A R

S

TAT E O F N E VA

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JRR

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No. 7867

A R C H I T E C

T

CL

AFF ABOVE FINISHED FLOOR

ACP/APC ACOUSTIC CEILING PANEL/

ACOUSTIC PANEL CEILING

ACT ACOUSTIC(AL) TILE

ADJ ADJUSTABLE

ADT'L ADDITIONAL

AGG AGGREGATE

ALT ALTERNATE

AL ALUMINUM

APPROX APPROXIMATE(LY)

ASPH ASPHALT

AUTO AUTOMATIC

B/O BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

CENTERLINE

C/C CENTER TO CENTER

CJ CONTROL JOINT

CLL CONTRACT LIMIT LINE

CEM CEMENT(ITIOUS)

CMU CONCRETE MASONRY UNIT

CLG CEILING

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

CTR CENTER(ED)

DF DRINKING FOUNTAIN

DS DOWNSPOUT

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET/DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DWG(S) DRAWING(S)

E EAST

EC ELECTRICAL CONTRACTOR

EHO ELECTRICAL HOLD OPEN

EJ EXPANSION JOINT

EW EACH WAY

EA EACH

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FF FACTORY FINISH

FFE FINISH FLOOR ELEVATION

FV FIELD VERIFY

FEC FIRE EXTINGUISHER CABINET

FDN FOUNDATION

FIN FINISH

FLSHG FLASHING

FLR FLOOR

FRMG FRAMING

FT FOOT/FEET

FTG FOOTING

GC GENERAL CONTRACTOR

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GYP GYPSUM

HM HOLLOW METAL

HDWR HARDWARE

HOL HOLLOW

HOR HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATION/AIR

CONDITIONING

ID INSIDE DIAMETER

IN INCH

INCL INCLUDING

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

LAV LAVATORY

LB(S) POUND(S)

L/S LANDSCAPE

LT LIGHT

MO MASONRY OPENING

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NOM NOMINAL

OC ON CENTER

OD OUTSIDE DIAMETER

O TO O OUT TO OUT

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PEB PRE-ENGINEERED BUILDING

PJF PREFORMED JOINT FILLER

PT PRESSURE TREATED

PERIM PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNT PAINT

PR PAIR

PTD PAINTED

PWR POWER

RB RUBBER BASE

RD ROOF DRAIN

RO ROUGH OPENING

RAD RADIUS

REC RECESSED

REINF REINFORCED

REQ'D REQUIRED

REV REVISED (REVISION)

RM ROOM

S SOUTH

SB SPLASH BLOCK

SF SQUARE FEET

SS STAINLESS STEEL

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

T&G TONGUE AND GROOVE

T/O TOP OF

TELE TELEPHONE

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WWF WELDED WIRE FABRIC

WD WOOD

WH WATER HEATER

WT WEIGHT

WALL SECTION

SYMBOL

INTERIOR ELEVATION

SYMBOL

COLUMN GRID

ELEVATION SYMBOL

REVISION NOTE

ENLARGED DETAIL CALLOUT

ROOM DESIGNATION

SYMBOL

BREAK LINE

ROOF SLOPE

DIRECTION SYMBOL

TYPICAL GRAPHIC SCALE

DETAIL #

PAGE #

DETAIL #

PAGE #

TRUE NORTH ARROW

PROJECT NORTH ARROW

A8.1

EXTERIOR ELEVATION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

A8.1

BUILDING SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

DETAIL SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

WALL GRID

(REPRESENTS

FACE OF EXISTING

WALL)

XX.X

XX.X

ELEVATION

0'-0"

ROOM

NAME

101A

NORTH

PLAN

NORTH

TRUE

0 4 8 16

A PARTITION TYPE

GENERAL NOTES

1. INDICATIONS OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR GENERAL SCOPE DEFINITION AND REFLECT THE UNDERSTANDING OF THE DESIGNER AS TO THE LIMITATIONS OF THE WORK AREA IN AN OCCUPIED AREA. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY AGREEMENT BETWEEN THE COR AND CONTRACTOR

BEFORE THE START OF THE WORK.

2. DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT AND DETAILS FOR SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE AND DETAILS FOR SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE ACTUALLY INCORPORATED INTO THE WORK, AND PRODUCTS BY OTHER MANUFACTURERS ARE ALSO ACCEPTABLE. THEREFORE, ACTUAL INSTALLATION DETAILS AND DIMENSIONS MAY DIFFER FROM THOSE SHOWN. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED IN THE WORK (INCLUDING THICKNESS FOR RECESSED OR SEMI-RECESSED PRODUCTS) AND IS RESPONSIBLE FOR ACCOMMODATING AND COORDINATING CHANGES TO OTHER MATERIALS OR PRODUCTS THAT ARE NECESSARY BECAUSE OF THESE

DIFFERENCES.

3. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR CONVENIENCE. THE SEPARATIONS USED ARE USED ONLY FOR THE PURPOSES OF CONVENIENCE AND REFERENCE AND IN NO WAY DO THEY DEFINE OR LIMIT THE SCOPE OR INTENT OF ANY PART OF THE DRAWINGS, OR OF THE DRAWINGS AND SPECIFICATIONS AS A WHOLE. THE FACT THAT THE DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS THAT THE WORK IS NOT TO BE CONSTRUCTED AS A COMPLETE, INTEGRATED AND UNIFIED WHOLE.

4. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY SPECIFIC ENGINEERING DISCIPLINES ARE COMPLEMENTARY; ITEMS SHOWN IN ANY ONE LOCATION IN THE DRAWINGS SHALL BE CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF AN INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENT, THE CONTRACTOR SHALL SEEK CLARIFICATION OR INTERPRETATION FROM THE COR PRIOR TO BIDDING.

WHERE INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE ACTUAL SOLUTION OR INTENT CANNOT BE REASONABLY INFERRED, THE CONTRACTOR

SHALL PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF WORK.

5. USE OF THE WORD "VERIFY" POINTS OUT A SITUATION WHICH MUST BE CONFIRMED PRIOR TO PROCEEDING WITH THE WORK, FABRICATION OF EQUIPMENT, OR ORDERING

MATERIAL. NOTIFY THE COR OF ANY DISCREPANCY DISCOVERED.

6. THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY SHOULD DISCREPANCIES BE FOUND IN THE DRAWINGS AND SPECIFICATIONS.

7. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS PROJECT. SHOULD DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND ACTUAL FIELD CONDITIONS NOTIFY THE COR PRIOR TO PROCEEDING WITH THE WORK.

8. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT ACTUAL OR DESIGNATED

CONDITIONS. WRITTEN DIMENSIONS SHALL GOVERN.

9. COORDINATE WORK OF ALL TRADES PRIOR TO STARTING CONSTRUCTION.

10. THE CONTRACTOR AND SUBCONTRACTORS INVOLVED IN THIS PROJECT SHALL BE RESPONSIBLE FOR DESIGNING AND INSTALLING THEIR RESPECTIVE WORK AND SYSTEMS TO MEET ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, LAWS, SAFETY REGULATIONS, HAZARDOUS WASTE LAWS, ETC. THE CONTRACTOR SHALL FURNISH ALL

NECESSARY PERMITS.

11. THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND UNDERSTAND THE SCOPE OF THE DRAWINGS TO BE THE FOLLOWING: THESE CONSTRUCTION DOCUMENTS (DRAWINGS, SPECIFICATIONS, ADDENDA, ETC.) INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPTS, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS, AND THE MAJOR STRUCTURAL, MECHANICAL, ELECTRICAL, AND DATA SYSTEMS. THE DOCUMENTS DO NOT AND ARE NOT INTENDED TO INDICATE OR DESCRIBE IN DETAIL ALL THE NECESSARY WORK REQUIRED FOR FULL PERFORMANCE OF, AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT. ON THE BASIS OF THE GENERAL SCOPE INDICATED IN THESE DOCUMENTS, THE TRADE CONTRACTORS SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THEIR WORK. ALL WORK SHALL BE COMPLETE IN EVERY DETAIL AND THE CONTRACTORS SHALL PROVIDE A ONE YEAR WARRANTY FOR THEIR WORK UNLESS A LONGER WARRANTY IS INDICATED IN THE SPECIFICATIONS.

12. CONTRACTORS SHALL FOLLOW AND OBEY ALL FEDERAL, STATE AND LOCAL CODES, LAWS, SAFETY REGULATIONS AND HAZARDOUS WASTE LAWS, ETC.

ABBREVIATIONS

ARCHITECTURAL SYMBOL LEGEND

## KEY NOTES:

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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ARCHITECTURAL SYMBOLS,

ABBREVIATIONS AND NOTES

1 10TJM JJG/EGS

CHILLED WATER AND HVAC

UPGRADE

VA MEDICAL CENTER - BUILDING 14

500 FOOTHILL DRIVE

SALT LAKE CITY, UT 84148 05/10/2019

100% CONSTRUCTION DOCUMENTS

660-15-10818-247

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

A. SALT LAKE CITY IS LOCATED IN A SEISMIC ZONE AREA

PER U.S. DEPARTMENT OF VETERANS AFFAIRS

SEISMIC ZONE MAP. ALL PIPE CONNECTIONS AND

MOUNTINGS BREAKEDS SHALL BE DESIGNED PER

THIS SEISMIC ZONE CLASIFICATION.

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N O

R T H C A R O L

I N A

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S

TAT E O F N E VA

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A R C H I T E C

T

AE201

1514131211109876

A

B

C

AE301

BC04

MECH. RM

BC04A

ELEC. PANEL

RM.

BC04B

GEN. RM.

BC12

TOILET

BC10

REC/DOC

BC18

LINEN

BC16

TRASH

BC06

B.M. STORAGE

BB19

MECH. RM.

BB21

MECH. RM.

BB23

WATER

TREATMENT

BB13

SHOP

BB12E

NEW LINEN

STOR.

BB12C

STORAGE

(PATIENT

EFFECTS)

BB12D

CLOTHING

ROOM

BB04C

OFFICE

BB11B

OFFICE

(PATIENT

RECORDS)BB11

OFFICE (04)

BB11A

OFFICE (04)

BB10

OFFICE (04)

BB09

TOILET (MEN)

BB07

TOILET

(WOMEN)

BB08

HAC

BB04

STORAGE (04

RECORDS)

SHIPPING &

RECIEVING

DOCK

14BC00

CORRIDOR

14BC00A

CORRIDOR

AREA OF WORK

AE501

B

A

Scale: 1/8" = 1'-0"

BASEMENT PLAN 0 4 8 16

NORTH

PLAN

## KEY NOTES:

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

RYAN UNG

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P

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AE100

BASEMENT PLAN

2 10TJM JJG/EGS

CHILLED WATER AND HVAC

UPGRADE

VA MEDICAL CENTER - BUILDING 14

500 FOOTHILL DRIVE

SALT LAKE CITY, UT 84148 05/10/2019

100% CONSTRUCTION DOCUMENTS

660-15-10818-247

01 SHAFT AT GRIDLINE 10 TO BE OPENED, REMOVE

SPANDREL ON EXTERIOR SIDE, TO INSTALL NEW

CHILLER LINES FROM BASEMENT MECHANICAL

ROOM TO CHILLER EQUIPMENT ON ROOF.

02 LOCATION OF SCAFFOLDING, FINAL LOCATION AND

SECURING METHOD BY CONTRACTOR WITH C.O.R.

REVIEW AND ACCEPTANCE.

03 PROVIDE TEMPORARY PARTITION BARRIER. REFER

TO INFECTION CONTROL RISK ASSESSMENT ON

SHEET G-003

04 STICKY MAT AT ZIPPER ENTRY CONSTRUCTION

ACCESS POINT

05 PROVIDE NEGATIVE PRESSURE GAUGE ON

CORRIDOR WALL TO MONITOR THE PRESSURE

THROUGHOUT CONSTRUCTION

A. CONTRACTOR SHALL PROVIDE ALL SCAFFOLDING AND

PROTECTING MEASURES AS REQUIRED FOR THE

REMOVAL OF SPANDREL PANELS UP TO ROOF.

B. CONTRACTOR SHALL ENSURE ALL SCAFFOLDING

AND PROTECTIVE MEASURES COMPLY WITH OSHA

REQUIREMENTS.

C. CONTRACTOR SHALL BE RESPONSIBLE FOR THE

DESIGN AND ENGINEERING OF ALL SCAFFOLDING

AND PROTECTION MEASURES.

D. CONTRACTOR SHALL INSPECT SCAFFOLDING DAILY TO

ENSURE THAT IT IS SECURE AND NOT A HAZARD TO

ANYONE.

E. CONTRACTOR RESPONSIBLE TO COORDINATE

CONSTRUCTION DURING OFF HOURS WITH THE C.O.R.

PRIOR TO STARTING WORK.

F. CONTRACTOR TO PERFORM WORK IN CORRIDOR

DURING OFF HOURS IF THE WORK RESTRICTS USE OF

THE CORRIDOR, CORRIDOR 14BC00.

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

D A

T H

E O

D

ORE JOHN MOW

EN

JRR

EGISTERED

No. 7867

A R C H I T E C

T

A

LA

R

E GI H,NC

S

G O 52644

P E

N

CO

LU IT

E

NG

RG

U O

A

P ,P

R E

G I

S T

E R

E D

A R

C H I T E C T U R

A L

C O

R P

O T

I O

N

N O

R T H C A R O L

I N A

A R

S

TAT E O F N E VA

D A

T H

E O

D

ORE JOHN MOW

EN

JRR

EGISTERED

No. 7867

A R C H I T E C

T

AE201

1514131211109876

A

B

C

AE301

3C08G

OFFICE

3C08F

OFFICE

3C08E

OFFICE

3C02

CLASS RM

3CO2A

CLASS RM

3C08D

OFFICE

3C08C

OFFICE

3C04

CLASS RM

3C08B

OFFICE

3C06

HAC

3C08

OFFICES

3C22

OFFICES

3C12

OFFICE

3C08A

OFFICE

3C10

OFFICE

3C00

CORRIDOR

3B26

STAFF LOUNGE

3B27

EQUIPMENT RM

3B30

ANESTHESIA

WRK RM

3B10

CORRIDOR

3B10D

PHARMACY

3B00

CORRIDOR

3B00D

CORRIDOR

3B80A

TOILET

3B00CAA

WOMENS

LOCKER ROOM

3B00BAA

MENS LOCKER

ROOM3B22F

CRNA NURSES

OFFICE

3B22E

HEAD NURSE'S

OFFICE

3B06

FAMILY

CONFERENCE

3B00E

CORRIDOR

AREA OF WORK

AE501

B

## KEY NOTES:

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

RYAN UNG

/9

/2

:4 :0

P

M

AE104

THIRD FLOOR PLAN

3 10TJM JJG/EGS

CHILLED WATER AND HVAC

UPGRADE

VA MEDICAL CENTER - BUILDING 14

500 FOOTHILL DRIVE

SALT LAKE CITY, UT 84148 05/10/2019

100% CONSTRUCTION DOCUMENTS

660-15-10818-247

Scale: 1/8" = 1'-0"

THIRD FLOOR PLAN 0 4 8 16

NORTH

PLAN

A. CONTRACTOR SHALL PROVIDE ALL SCAFFOLDING AND

PROTECTING MEASURES AS REQUIRED FOR THE

REMOVAL OF SPANDREL PANELS UP TO ROOF.

B. CONTRACTOR SHALL ENSURE ALL SCAFFOLDING

AND PROTECTIVE MEASURES COMPLY WITH OSHA

REQUIREMENTS.

C. CONTRACTOR SHALL BE RESPONSIBLE FOR THE

DESIGN AND ENGINEERING OF ALL SCAFFOLDING

AND PROTECTION MEASURES.

D. CONTRACTOR SHALL INSPECT SCAFFOLDING DAILY TO

ENSURE THAT IT IS SECURE AND NOT A HAZARD TO

ANYONE.

E. CONTRACTOR RESPONSIBLE TO COORDINATE

CONSTRUCTION DURING OFF HOURS WITH THE C.O.R.

PRIOR TO STARTING WORK.

F. CONTRACTOR TO PERFORM WORK IN CORRIDOR

DURING OFF HOURS IF THE WORK RESTRICTS USE OF

THE CORRIDOR.

01 SHAFT AT GRIDLINE 10 TO BE OPENED, REMOVE

SPANDREL ON EXTERIOR SIDE, TO INSTALL NEW

CHILLER LINES FROM BASEMENT MECHANICAL

ROOM TO CHILLER EQUIPMENT ON ROOF.

02 LOCATION OF SCAFFOLDING, FINAL LOCATION AND

SECURING METHOD BY CONTRACTOR WITH C.O.R.

REVIEW AND ACCEPTANCE.

03 PROVIDE TEMPORARY PARTITION BARRIER. REFER

TO INFECTION CONTROL RISK ASSESSMENT ON

SHEET G-003

04 STICKY MAT AT ZIPPER ENTRY CONSTRUCTION

ACCESS POINT

05 PROVIDE NEGATIVE PRESSURE GAUGE ON

CORRIDOR WALL TO MONITOR THE PRESSURE

THROUGHOUT CONSTRUCTION

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

D A

T H

E O

D

ORE JOHN MOW

EN

JRR

EGISTERED

No. 7867

A R C H I T E C

T

A

LA

R

E GI H,NC

S

G O 52644

P E

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LU IT

E

NG

RG

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A

P ,P

R E

G I

S T

E R

E D

A R

C H I T E C T U R

A L

C O

R P

O T

I O

N

N O

R T H C A R O L

I N A

A R

S

TAT E O F N E VA

D A

T H

E O

D

ORE JOHN MOW

EN

JRR

EGISTERED

No. 7867

A R C H I T E C

T

CRICKET/TAPERED INSULATION

INDICATES ROOF SLOPE

SLOPE: 1/4"

AE201

1514131211109876

54321

A

B

C

D

F

AHCL

AHCL01

AREA OF WORK

AREA OF WORK

0 4 8 16

NORTH

PLAN

ROOF LEGEND

01 EXISTING AIR HANDLER UNITS (ACHL) ON A

RAISED STRUCTURAL PLATFORM

02 NEW CHILLER LINES TO BE ATTACHED TO

BOTTOM FRAME OF EXISTING SOLAR PANEL

SUPPORTS

03 USE FRICTION TYPE MOUNTING BRACKETS FOR

PIPE SUPPORTS OVER ROOF SURFACE.

04 PROVIDE PENETRATION FLASHING FOR BOTH

CHILLER LINES WHERE THEY PENETRATING

ROOF.

## KEY NOTES:

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

RYAN UNG

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P

M

AE105

ROOF PLAN

4 10TJM JJG/EGS

CHILLED WATER AND HVAC

UPGRADE

VA MEDICAL CENTER - BUILDING 14

500 FOOTHILL DRIVE

SALT LAKE CITY, UT 84148 05/10/2019

100% CONSTRUCTION DOCUMENTS

660-15-10818-247

Scale: 3/32" = 1'-0"

ROOF PLAN

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

A. CONSTRUCTOR SHALL BE RESPONSIBLE TO

ENSURE ALL CONNECTIONS TO THE SOLAR

PANEL SUPPORTS, ROOF BRACKETS AND

CONNECTIONS TO THE ROOF TOP EQUIPMENT

COMPLY WITH SEISMIC REQUIREMENTS. SEE

MECHANICAL DRAWINGS FO BRACKET AND

CONNECTION DETAILS.

B. CONTRACTOR SHALL PROTECT ALL AREAS OF

EXPOSED TO WEATHER DURING THE

INSTALLATION OF THE CHILLER PIPING

THROUGH THE ROOFIN AND SUBSTRATE.

D A

T H

E O

D

ORE JOHN MOW

EN

JRR

EGISTERED

No. 7867

A R C H I T E C

T

A

LA

R

E GI H,NC

S

G O 52644

P E

N

CO

LU IT

E

NG

RG

U O

A

P ,P

R E

G I

S T

E R

E D

A R

C H I T E C T U R

A L

C O

R P

O T

I O

N

N O

R T H C A R O L

I N A

A R

S

TAT E O F N E VA

D A

T H

E O

D

ORE JOHN MOW

EN

JRR

EGISTERED

No. 7867

A R C H I T E C

T

FE

FE

AE201

1514131211109876

A

B

C

AE301

BC04

MECH. RM

BC04A

ELEC. PANEL

RM.

BC04B

GEN. RM.

BB05

SHIPPING &

RECIEVING

DOCK

BC10

REC/DOC

14BC00A

CORRIDOR

BC12

TOILET

BC06

B.M. STORAGE

14BC00

CORRIDOR

BB19

MECH. RM.

BB21

MECH. RM.

BB12D

CLOTHING

ROOM

BB23

WATER

TREATMENT

BB13

SHOP

BB12C

STORAGE

(PATIENT

EFFECTS)

BB04C

OFFICE

BB12E

NEW LINEN

STOR.

BB11B

OFFICE

(PATIENT

RECORDS)

BB11

OFFICE (04)

BB11A

OFFICE (04)

BB09

TOILET (MEN)

BB07

TOILET

(WOMEN)

BB04

STORAGE (04

RECORDS)

03 03

AREA OF WORK

AREA OF WORK

## KEY NOTES:

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

RYAN UNG

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P

M

AE110

BASEMENT REFLECTED CEILING PLAN

5 10TJM JJG/EGS

CHILLED WATER AND HVAC

UPGRADE

VA MEDICAL CENTER - BUILDING 14

500 FOOTHILL DRIVE

SALT LAKE CITY, UT 84148 05/10/2019

100% CONSTRUCTION DOCUMENTS

660-15-10818-247

Scale: 1/8" = 1'-0"

BASEMENT REFLECTED CEILING PLAN 0 4 8 16

NORTH

PLAN

A. CONTRACTOR SHALL ENSURE THAT ALL FIRE

RATED PARTITIONS, WALLS, FLOORS, ROOF, AND

DECKS THAT ARE PENETRATED BY THE CHILLER

PIPING WILL BE PATCHED/FIRE-STOPPED TO THE

SAME FIRE RATING AS ORIGINALLY DESIGNATED.

B. CONTRACTOR SHALL BE RESPONSIBLE TO

ENSURE ALL ICRA MEASURES ARE INSTALLED AND

ACCEPTED BY COR PRIOR TO STARTING WORK.

C. CONTRACTOR RESPONSIBLE FOR COORDINATING

NEW EQUIPMENT LAYOUT WITH EXISTING

EQUIPMENT INSTALLED. PIPE LOCATION SHOWN

ON DRAWINGS ARE FOR REFERENCE ONLY.

01 REMOVE AND SALVAGE ACOUSTICAL CEILING

TILES AS NECESSARY TO INSTALL NEW CHILLER

PIPING.

02 REINSTALL CEILING TILE AND GRID TO THE

ORIGINAL CONDITION AFTER INSTALLATION OF

CHILLER PIPE..

03 DRILL HOLES THROUGH EXISTING WALL TO

INSTALL CHILLER PIPING. FIRE STOP ALL

PENETRATIONS PER SPEC. SECTION 07 84 00,

FIRESTOPPING, WITH MATERIAL THAT MAINTAINS

THE REQUIRED FIRE RATING OF THE EXISTING

WALL. USE "RED" COLOR FIRE STOPPING

MATERIAL IN ALL RATED WALLS.

04 NEW CHILLER PIPING TO BE LOCATED IN

OVERHEAD SPACE OR ABOVE CEILING. SEE

MECHANICAL DRAWINGS FOR PIPE SIZES AND

MOUNTING INFORMATION.

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

D A

T H

E O

D

ORE JOHN MOW

EN

JRR

EGISTERED

No. 7867

A R C H I T E C

T

A

LA

R

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S

G O 52644

P E

N

CO

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NG

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P ,P

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G I

S T

E R

E D

A R

C H I T E C T U R

A L

C O

R P

O T

I O

N

N O

R T H C A R O L

I N A

A R

S

TAT E O F N E VA

D A

T H

E O

D

ORE JOHN MOW

EN

JRR

EGISTERED

No. 7867

A R C H I T E C

T

AE201

1514131211109876

A

B

C

AE301

3C02

CLASS RM

3CO2A

CLASS RM

3C04

CLASS RM

3C08B

OFFICE

3C08C

OFFICE

3C08D

OFFICE

3C08E

OFFICE

3C08F

OFFICE

3C08G

OFFICE

3C22

OFFICES

3C08

OFFICES

3C10

OFFICE

3C08A

OFFICE

3C12

OFFICE

3C06

HAC

3C00

CORRIDOR

3B26

STAFF LOUNGE

3B27

EQUIPMENT RM

3B30

ANESTHESIA

WRK RM

3B00E

CORRIDOR

3B10

CORRIDOR

3B00

CORRIDOR

3B00CAA

WOMENS

LOCKER ROOM

3B00BAA

MENS LOCKER

ROOM

3B10D

PHARMACY

3B06

FAMILY

CONFERENCE

3B22E

HEAD NURSE'S

OFFICE

3B22F

CRNA NURSES

OFFICE

3B00D

CORRIDOR

3B80A

TOILET

AREA OF WORK03

## KEY NOTES:

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

RYAN UNG

/9

/2

:4 :0

P

M

AE114

THIRD FLOOR REFLECTED CEILING

PLAN

6 10TJM JJG/EGS

CHILLED WATER AND HVAC

UPGRADE

VA MEDICAL CENTER - BUILDING 14

500 FOOTHILL DRIVE

SALT LAKE CITY, UT 84148 05/10/2019

100% CONSTRUCTION DOCUMENTS

660-15-10818-247

Scale: 1/8" = 1'-0"

THIRD FLOOR REFLECTED CEILING PLAN 0 4 8 16

NORTH

PLAN

01 REMOVE AND SALVAGE ACOUSTICAL CEILING

TILES AS NECESSARY TO INSTALL NEW CHILLER

PIPING AFTER INSTALLATION OF CHILLER PIPE.

02 REINSTALL CEILING TILE AND GRID TO THE

ORIGINAL CONDITION.

03 DRILL HOLES THROUGH EXISTING WALL TO

INSTALL CHILLER PIPING. FIRE STOP ALL

PENETRATIONS PER SPEC. SECTION 07 84 00,

FIRESTOPPING, WITH MATERIAL THAT MAINTAINS

THE REQUIRED FIRE RATING OF THE EXISTING

WALL. USE RED FIRE SAFING MATERIAL ER

FACILITY REQUIREMENTS.

A. CONTRACTOR SHALL ENSURE THAT ALL FIRE RATED

PARTITIONS, WALLS, FLOORS, ROOF, AND DECKS THAT

ARE PENETRATED BY THE CHILLER PIPING WILL BE

PATCHED/FIRE-STOPPED TO THE SAME FIRE RATING

AS ORIGINALLY DESIGNATED.

B. CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE

ALL ICRA MEASURES ARE INSTALLED AND ACCEPTED

BY COR PRIOR TO STARTING WORK.

C. CONTRACTOR RESPONSIBLE FOR COORDINATING

NEW EQUIPMENT LAYOUT WITH EXISTING EQUIPMENT

INSTALLED. PIPE LOCATION SHOWN ON DRAWINGS

ARE FOR REFERENCE ONLY.

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

D A

T H

E O

D

ORE JOHN MOW

EN

JRR

EGISTERED

No. 7867

A R C H I T E C

T

A

LA

R

E GI H,NC

S

G O 52644

P E

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A

P ,P

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G I

S T

E R

E D

A R

C H I T E C T U R

A L

C O

R P

O T

I O

N

N O

R T H C A R O L

I N A

A R

S

TAT E O F N E VA

D A

T H

E O

D

ORE JOHN MOW

EN

JRR

EGISTERED

No. 7867

A R C H I T E C

T

BASEMENT

-12' - 0"

FIRST FLOOR

12' - 0"

SECOND FLOOR

24' - 0"

THIRD FLOOR

36' - 0"

14 13 12 11 10 9 8

ROOF

48' - 0"

GROUND FLOOR

0"

AE301

AREA OF WORK

AREA OF WORK

LINE OF

ROOF BEYOND

05 06

01 06

05 06

05 06

05 06

## KEY NOTES:

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

RYAN UNG

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P

M

AE201

EXTERIOR ELEVATIONS

7 10TJM JJG/EGS

CHILLED WATER AND HVAC

UPGRADE

VA MEDICAL CENTER - BUILDING 14

500 FOOTHILL DRIVE

SALT LAKE CITY, UT 84148 05/10/2019

100% CONSTRUCTION DOCUMENTS

660-15-10818-247

Scale: 1/4" = 1'-0"

NORTH ELEVATION 0 2 4 8

01 SPANDREL PANELS ARE TO BE REMOVED AS

NECESSARY FOR INSTALLATION OF CHILLER

PANELS AFTER PIPING INSTALLATION

02 EXISTING PARAPET WHICH IS THE CONTINUARION

OF THE SHAFT WALL UP ABOVE THE ROOF

03 EXISTING ROOF OVER SPRANDREL AND SHAFT

AREA EXTENDING OUT FROM PARAPET. THIS

ROOF IS NOT TO BE PENETRATED WITH ANY

PIPING OR FASTENERS DURING CONSTRUCTION

04 SPANDREL PANEL ARE INDICATED TO BE

PIVOTING TYPE WINDOW UNITS. REMOVE COVER

CAPS AND SEALANT AND PIVOT WINDOW OPEN

TO INSTALL PIPING. IF THE PANEL INDICATED DO

NOT PIVET / OPEN REMOVE THOSE AS

NECESSARY TO INSTALL PIPE

05 SECURE NEW CHILLER PIPING TO CONCRETE

SHAFT WALL. DO NOT SECURE PIPING TO

CURTAIN WALL

06 REINSTALL ALL PANELS TO EXISTING CONDITION

AND REINSTALL COVER CAPS WITH CONTINUOS

BEAD OF SEALANT ALL EDGES. ENSURE THERE

ARE NO LEAKS IN SEALANT

A. CONTRACTOR SHALL PROVIDE ALL SCAFFOLDING AND

PROTECTING MEASURES AS REQUIRED FOR THE

REMOVAL OF SPANDREL PANELS UP TO ROOF.

B. CONTRACTOR SHALL ENSURE ALL SCAFFOLDING

AND PROTECTIVE MEASURES COMPLY WITH OSHA

REQUIREMENTS.

C. CONTRACTOR SHALL BE RESPONSIBLE FOR THE

DESIGN AND ENGINEERING OF ALL SCAFFOLDING

AND PROTECTION MEASURES.

D. CONTRACTOR SHALL INSPECT SCAFFOLDING DAILY TO

ENSURE THAT IT IS SECURE AND NOT A HAZARD TO

ANYONE.

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

D A

T H

E O

D

ORE JOHN MOW

EN

JRR

EGISTERED

No. 7867

A R C H I T E C

T

A

LA

R

E GI H,NC

S

G O 52644

P E

N

CO

LU IT

E

NG

RG

U O

A

P ,P

R E

G I

S T

E R

E D

A R

C H I T E C T U R

A L

C O

R P

O T

I O

N

N O

R T H C A R O L

I N A

A R

S

TAT E O F N E VA

D A

T H

E O

D

ORE JOHN MOW

EN

JRR

EGISTERED

No. 7867

A R C H I T E C

T

BASEMENT

-12' - 0"

FIRST FLOOR

12' - 0"

SECOND FLOOR

24' - 0"

THIRD FLOOR

36' - 0"

A

ROOF

48' - 0"

GROUND FLOOR

0"

EXISTING TPO

SINGLE PLY

ROOF SYSTEM

AE502

## KEY NOTES:

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

RYAN UNG

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P

M

AE301

BUILDING SECTIONS

8 10TJM JJG/EGS

CHILLED WATER AND HVAC

UPGRADE

VA MEDICAL CENTER - BUILDING 14

500 FOOTHILL DRIVE

SALT LAKE CITY, UT 84148 05/10/2019

100% CONSTRUCTION DOCUMENTS

660-15-10818-247

Scale: 1/4" = 1'-0"

SECTION THROUGH

COLUMN LINE 10 SHAFT

0 2 4 8

A. CONTRACTOR SHALL COORDINATE ALL CONCRETE

WALL PENETRATIONS OR ANY WORK GENERATING

EXCESSIVE NOISE WITH THE C.O.R. PRIOR TO

STARTING WORK. ALL WORK GENERATIN EXCESSIVE

NOISE SHALL BE DONE DURING OFF HOURS AND

WEEKEND PERIOD.

B. CONTRACTOR SHALL ENSURE THE SHAFT IS SECURE

AND WEATHER TIGHT DURING PERIODS WHEN WORK

IS NOT BEING PERFORMED IN THE SHAFT.

01 SPANDREL PANELS ARE INDICATED TO BE

PIVOTING TYPE WINDOW UNITS TO PROVIDE

ACCESS TO RATED SHAFT.

02 SPANDREL PANEL ARE TO BE REMOVED AS

NECESSARY FOR INSTALLATION OF CHILLER

PIPING REINSTALL PANELS AFTER PIPING

INSTALLATION.

03 DRILL THRUGH 2-HR. STUD CHASE WALL AND RUN

PIPE FROM MECHANICAL ROOM INTO RATED

SHAFT.

04 ATTACH CHILLER PIPING TO SHAFT UP TO THIRD

FLOOR.

05 DRILL THROUGH CHASE WALL ABOVE THIRD

FLOOR CEILING AND RUN CHILLER PIPE INTO

CEILING AND RUN CHILLER PIPE INTO CEILING

SPACE.

06 DRILL THROUGH ROOF SLAB AND RUN CHILLER

PIPING ONTO ROOF.

07 REMOVE ROOF MEMBRANE AS NECESSARY TO

INSTALL CHILLER PIPING AND FLASHING. PACTH

ROOF AREA TO MATCH EXISTING, PROVIDE WATER

TIGHT ROOF SYSTEM.

08 EXISTING CONCRETE FOUNDATION WALL.

09 EXISTING CONCRETE SHAFT WALL FROM GROUND

FLOOR TO ROOF PARAPET.

10 EXISTING CURTAIN WALL SYSTEM OVER EXTERIOR

OF RATED SHAFT.

11 EXISTING 2-HR. METAL STUD CHASE WALL

RUNNING BETWEEN 8'-0" CONCRETE SHAFT/

FOUNDATION WALLS.

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

D A

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D

ORE JOHN MOW

EN

JRR

EGISTERED

No. 7867

A R C H I T E C

T

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LA

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G O 52644

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D A

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EGISTERED

No. 7867

A R C H I T E C

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AE301

060506

A

AE301

8'-0"

8" 3'-4" 3'-4" 8"

AE501

AE501

SHAFT

1" INSULATED

GLASS

- TEMPURED

ALUMINUM

WINDOW SASH

ALUMINUM

WINDOW FRAME ALUMINUM

FACE CAP

ALUMINUM

WINDOW FRAME

1" INSULATED GLASS

- TEMPURED

SHEET ALUMINUM

PARTITION

ALUMINUM

FACE CAP

ALUMINUM

WINDOW FRAME

EXISTING CHASE WALL

1" INSULATED GLASS

- TEMPURED

SHEET ALUMINUM

PARTITION

## KEY NOTES:

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

RYAN UNG

/9

/2

:4 :1

P

M

AE501

PLAN DETAILS

9 10TJM JJG/EGS

CHILLED WATER AND HVAC

UPGRADE

VA MEDICAL CENTER - BUILDING 14

500 FOOTHILL DRIVE

SALT LAKE CITY, UT 84148 05/10/2019

100% CONSTRUCTION DOCUMENTS

660-15-10818-247

Scale: 1/2" = 1'-0"

SHAFT AT GRIDLINE 10 - BASEMENT

Scale: 1/2" = 1'-0"

SHAFT AT GRIDLINE 10 - THIRD FLOOR

0 1 2 4

NORTH

PLAN

0 1 2 4

NORTH

PLAN

Scale: 3" = 1'-0"

MULLION DETAIL 0 4"2" 8"

NORTH

PLAN

01 REMOVE SEALANT HOLDING FACE CAP ON

MULLION. THEN REMOVE FACE CAP. SALVAGE ALL

FACE CAPS FOR REINSTALLATIONAFTER

INSTALLATION OF CHILLER PIPING.

02 CONTINUOUS 2-HR. RATED CHASE RUNNING

LENGTH OF BASEMENT WITH ACCESS TO ALL

VERTICLE SHAFTS ABOVE. CHASE CAN BE

ACCESSED FROM CORRIDORS ON EACH END.

03 LOCATION 2-HR. RATED SHAFT ABOVE CHASE AT

GRIDLINES, TYPICAL.

04 VERTICLE 2-HR. RATED SHAFT ON EXTERIOR OF

BUILDING FROM GROUND FLOOR UP TO TOP OF

3RDFLOOR.

05 2-HR. RATED CONCRETE WALL 16" THICK WITH

ONE LAYER OF GYPSUM BOARD.

06 2-HR. RATED STUD WALL WITH TWO LAYERS OF

GYPSUM BOARD ON EACH SIDE, EXISTING.

07 EXISTING CURTAIN WALL PANEL, PIVITING TYPE,

FOR ACCESS TO SHAFT.

Scale: 3" = 1'-0"

MULLION DETAIL AT SHAFT WALL 0 1 2 4

NORTH

PLAN

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

A. CONTRACTOR TO VERIFY CONDITION OF CURTAIN

WALL PRIOR TO STARTING WORK. NOTIFY C.O.R. OF

ANY DAMAGE OR CONDITION THAT COULD CAUSE

PERMANENT DAMAGE TO THE…